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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.2 LAccepted-AOC | L1 | Accepted-AOC L1 Accept | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 REJECT |
Tender Value
₹13.3 L
EMD Value
₹33,325
Closing Date
10 Mar 2020, 3:00 pmClosed
AEE,Roads subdivision ,Ekm
AEE,Roads subdivision ,Ekm
The provisions included in the estimate are earthwork excavation for retaining wall,PCC , M15 concrete for wall, M20 for Slab etc
2020_PWD_348238_1
PWD/2019-2020/11118/EKM
Open Tender
Civil Works - Roads
Item Rate
90 days
Thrikkakara
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
online
₹33,325
Yes
29 Jun 2020
5 Mar 2020
12 Mar 2020
5 Mar 2020
10 Mar 2020
5 Mar 2020
Amount
App. A :- Construction of R/wall
3.6 : Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000mExcavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m
od34477/2019_2020 : Providing MS sheet shoring to the side of the trenches using 6mm thick steel plate 0.50m width stiffened on edge with 6mm plate 100mm width all around and 50mm MS pipe welded at the longitudinal side of the steel plate driving down vertically to a minimum depth of 1.25m below the bottom level of the proposed excavation and 0.50m above ground level and suitably braced by ISLB 125*75mm on side and maintaining the shoring through the period of the construction and removing the same after back filling the area etc complete as per the direction of engineer in charge.
12.4 : Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
12.8.1.C.1 : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer <br>Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer
12.8.A.1 : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. <br> PCC Grade M15 <br>Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
12.40 : Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical SpecificationsSupply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
3.16 : Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.
8.8 : Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfacesPainting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
N.S NIYAS m/s VEEKAY GROUP
Bidder Name
N.S NIYAS m/s VEEKAY GROUP
shamsu nk
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